Xiao Ren , Haitao Wu , Jiankang Bao , Wei Chen , Qianbo Xiao , Dingzhou Guo , Yazhou Liu
{"title":"空间基尔霍夫棒非线性分析的客观等几何公式","authors":"Xiao Ren , Haitao Wu , Jiankang Bao , Wei Chen , Qianbo Xiao , Dingzhou Guo , Yazhou Liu","doi":"10.1016/j.finel.2025.104374","DOIUrl":null,"url":null,"abstract":"<div><div>Unlike traditional finite element analysis, isogeometric analysis (IGA) employs the Non-Uniform Rational B-Splines (NURBS) basis functions in computer aided design (CAD) as the interpolation functions. Many researchers have shown great interest in applying isogeometric analysis to nonlinear Kirchhoff rod problems. However, most existing studies have overlooked the objectivity of isogeometric elements for spatial Kirchhoff rods, i.e., the property such that the strain of a solid remains unchanged during finite rigid body motions. To this regard, an objective isogeometric formation is established in this study, based on a newly proposed an <em>updated smallest rotation (SR)</em> frame for reference. Such a frame will undergo the same rigid body rotation as the beam does, therefore objectivity can be naturally achieved, in contrast to the existing total SR frame. Furthermore, the NURBS interpolation for the infinitesimal displacements and rotations that can capture infinitesimal rigid body modes is applied in the predict phase, and thus a rigid-body qualified geometric stiffness matrix can be obtained. A series of numerical simulations have been conducted to verify the objectivity of the present formulation, and its advantage in calculation against the existing non-objective formulation is well demonstrated.</div></div>","PeriodicalId":56133,"journal":{"name":"Finite Elements in Analysis and Design","volume":"249 ","pages":"Article 104374"},"PeriodicalIF":3.5000,"publicationDate":"2025-05-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"An objective isogeometric formulation for nonlinear analysis of spatial Kirchhoff rods\",\"authors\":\"Xiao Ren , Haitao Wu , Jiankang Bao , Wei Chen , Qianbo Xiao , Dingzhou Guo , Yazhou Liu\",\"doi\":\"10.1016/j.finel.2025.104374\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Unlike traditional finite element analysis, isogeometric analysis (IGA) employs the Non-Uniform Rational B-Splines (NURBS) basis functions in computer aided design (CAD) as the interpolation functions. Many researchers have shown great interest in applying isogeometric analysis to nonlinear Kirchhoff rod problems. However, most existing studies have overlooked the objectivity of isogeometric elements for spatial Kirchhoff rods, i.e., the property such that the strain of a solid remains unchanged during finite rigid body motions. To this regard, an objective isogeometric formation is established in this study, based on a newly proposed an <em>updated smallest rotation (SR)</em> frame for reference. Such a frame will undergo the same rigid body rotation as the beam does, therefore objectivity can be naturally achieved, in contrast to the existing total SR frame. Furthermore, the NURBS interpolation for the infinitesimal displacements and rotations that can capture infinitesimal rigid body modes is applied in the predict phase, and thus a rigid-body qualified geometric stiffness matrix can be obtained. A series of numerical simulations have been conducted to verify the objectivity of the present formulation, and its advantage in calculation against the existing non-objective formulation is well demonstrated.</div></div>\",\"PeriodicalId\":56133,\"journal\":{\"name\":\"Finite Elements in Analysis and Design\",\"volume\":\"249 \",\"pages\":\"Article 104374\"},\"PeriodicalIF\":3.5000,\"publicationDate\":\"2025-05-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Finite Elements in Analysis and Design\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0168874X25000630\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"MATHEMATICS, APPLIED\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Finite Elements in Analysis and Design","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0168874X25000630","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MATHEMATICS, APPLIED","Score":null,"Total":0}
An objective isogeometric formulation for nonlinear analysis of spatial Kirchhoff rods
Unlike traditional finite element analysis, isogeometric analysis (IGA) employs the Non-Uniform Rational B-Splines (NURBS) basis functions in computer aided design (CAD) as the interpolation functions. Many researchers have shown great interest in applying isogeometric analysis to nonlinear Kirchhoff rod problems. However, most existing studies have overlooked the objectivity of isogeometric elements for spatial Kirchhoff rods, i.e., the property such that the strain of a solid remains unchanged during finite rigid body motions. To this regard, an objective isogeometric formation is established in this study, based on a newly proposed an updated smallest rotation (SR) frame for reference. Such a frame will undergo the same rigid body rotation as the beam does, therefore objectivity can be naturally achieved, in contrast to the existing total SR frame. Furthermore, the NURBS interpolation for the infinitesimal displacements and rotations that can capture infinitesimal rigid body modes is applied in the predict phase, and thus a rigid-body qualified geometric stiffness matrix can be obtained. A series of numerical simulations have been conducted to verify the objectivity of the present formulation, and its advantage in calculation against the existing non-objective formulation is well demonstrated.
期刊介绍:
The aim of this journal is to provide ideas and information involving the use of the finite element method and its variants, both in scientific inquiry and in professional practice. The scope is intentionally broad, encompassing use of the finite element method in engineering as well as the pure and applied sciences. The emphasis of the journal will be the development and use of numerical procedures to solve practical problems, although contributions relating to the mathematical and theoretical foundations and computer implementation of numerical methods are likewise welcomed. Review articles presenting unbiased and comprehensive reviews of state-of-the-art topics will also be accommodated.